首页|期刊导航|泥沙研究|乌东德水库蓄水前后泥沙冲淤特性分析

乌东德水库蓄水前后泥沙冲淤特性分析OA

Characteristics of scouring and siltation before and after the impoundment of Wudongde Reservoir

中文摘要英文摘要

基于乌东德水库2013-2023年断面实测数据,分析了不同时期库区河道冲淤演变特性.结果表明:天然时期,受金沙江中游及雅砻江水库拦沙影响,干流河道整体呈微冲态势,空间上呈"上冲下淤"的特点.施工期,河道整体微淤,但"上冲下淤"的空间分布特征不变.水库运行期,干支流共淤积泥沙5 583.6万m3,淤损死库容0.95%,侵占调节库容0.21%;干流纵向上呈"中间大,两端小"的淤积分布,垂向上以死库容淤积为主;由于区间来沙作用,干流深泓纵剖面抬升较为均匀;受上游来沙与干流倒灌影响,支流河口以龙川江淤积最多,河口段平均抬高2.6 m;雅砻江微冲,河口段平均切深0.1 m.

Based on the measurements of cross-section in the Wudongde Reservoir between 2013 and 2023,this study analyzes the evolution of the characteristics of river channel erosion and sedimentation in different periods.The results indicate that during the natural period,influenced by sediment trapping effects of reser-voirs in the middle reaches of the Jinsha River and the Yalongjiang River,the main river channel is in slight e-rosion overall and can be spatially characterized by"upstream erosion and downstream sedimentation"During the construction phase,the spatial distribution pattern of"upstream erosion and downstream sedimentation"remains unchanged,but the river channel exhibits overall slight sedimentation.During the reservoir operation phase,a total of 55.836 million m3 of sediment has been deposited in the main and tributary channels,which resulting in a sedimentation loss of 0.95%of the dead storage capacity and an encroachment of 0.21%of the regulation storage capacity.The reservoir sedimentation can be characterized by"larger in the middle and smal-ler at both ends in longitudinal",and primarily deposition is in the dead storage capacity in vertical.Influenced by upstream sediment influx and backflow from the main stream,the Longchuan River estuary experiences the most significant sedimentation among tributary mouths,with the average deposition of 2.6 m in the estuary sec-tions.The Yalong River is in slight erosion with the average erosion of 0.1 m in the estuary sections.

路子岩;邓安军;董先勇;冯志毅;杜泽东;唐尧;吕瑞茹

中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048中国三峡建工(集团)有限公司,四川成都 610041中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048中国三峡建工(集团)有限公司,四川成都 610041中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048

建筑与水利

乌东德水电站冲淤量淤积时空分布剖面调整金沙江下游

Wudongde Hydropower Stationscouring and siltationspatial and temporal distribution of sedimen-tationprofile adjustmentLower Jinsha River

《泥沙研究》 2026 (3)

33-40,8

国家自然科学基金项目(U2040217,U2340223)

10.16239/j.cnki.0468-155x.2026.03.005

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